Home > Engineering > Mechanical Engineering > Volume-3 > Issue-5 > Design and Pressure Analysis of Steel Silo (8000) Tons

Design and Pressure Analysis of Steel Silo (8000) Tons

Call for Papers

Volume-8 | Issue-3

Last date : 26-Jun-2024

Best International Journal
Open Access | Peer Reviewed | Best International Journal | Indexing & IF | 24*7 Support | Dedicated Qualified Team | Rapid Publication Process | International Editor, Reviewer Board | Attractive User Interface with Easy Navigation

Journal Type : Open Access

First Update : Within 7 Days after submittion

Submit Paper Online

For Author

Research Area


Design and Pressure Analysis of Steel Silo (8000) Tons


Than Zaw Oo | Nang Yi Phoo Thet | Aung Myo San Hlaing



Than Zaw Oo | Nang Yi Phoo Thet | Aung Myo San Hlaing "Design and Pressure Analysis of Steel Silo (8000) Tons" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-3 | Issue-5, August 2019, pp.1411-1414, URL: https://www.ijtsrd.com/papers/ijtsrd26628.pdf

This paper describes design and load analysis of steel silo (8000) tons. They are cement storage silo, tower silo, bunker silo, bags silo, bins, sand and salt silo and fabric silo. Tower silos are differentiated as concrete silo and steel silo. Steel silo is analyzed for more economic and safety than other silos. Horizontal pressure, vertical pressure and frictional wall pressure are calculated and got the required thickness is 8.4412 mm. But in CP Live Stock Company, the thickness of silo wall is 6 mm and lowers than the requirement. Therefore, stiffeners are fixed for safety. There are 78 stiffeners and wall thickness is 5.54 mm required. The total vertical stress is 162.66 kN/m2 and allowable stress for foundation is 167.43 kN/m2. The stress of foundation is greater than total vertical stress. Therefore, design is satisfied. The wind load and wind pressure at different heights are also calculated and based on wind speed of 44 m/s. Wind stress is much less than the wall strength. Therefore, wind stress is neglected and design is satisfied.

Steel silo, wall thickness, height, stress, pressure


IJTSRD26628
Volume-3 | Issue-5, August 2019
1411-1414
IJTSRD | www.ijtsrd.com | E-ISSN 2456-6470
Copyright © 2019 by author(s) and International Journal of Trend in Scientific Research and Development Journal. This is an Open Access article distributed under the terms of the Creative Commons Attribution License (CC BY 4.0) (http://creativecommons.org/licenses/by/4.0)

International Journal of Trend in Scientific Research and Development - IJTSRD having online ISSN 2456-6470. IJTSRD is a leading Open Access, Peer-Reviewed International Journal which provides rapid publication of your research articles and aims to promote the theory and practice along with knowledge sharing between researchers, developers, engineers, students, and practitioners working in and around the world in many areas like Sciences, Technology, Innovation, Engineering, Agriculture, Management and many more and it is recommended by all Universities, review articles and short communications in all subjects. IJTSRD running an International Journal who are proving quality publication of peer reviewed and refereed international journals from diverse fields that emphasizes new research, development and their applications. IJTSRD provides an online access to exchange your research work, technical notes & surveying results among professionals throughout the world in e-journals. IJTSRD is a fastest growing and dynamic professional organization. The aim of this organization is to provide access not only to world class research resources, but through its professionals aim to bring in a significant transformation in the real of open access journals and online publishing.

Thomson Reuters
Google Scholer
Academia.edu

ResearchBib
Scribd.com
archive

PdfSR
issuu
Slideshare

WorldJournalAlerts
Twitter
Linkedin